CN203145473U - Concrete pouring distributing device - Google Patents
Concrete pouring distributing device Download PDFInfo
- Publication number
- CN203145473U CN203145473U CN 201320003855 CN201320003855U CN203145473U CN 203145473 U CN203145473 U CN 203145473U CN 201320003855 CN201320003855 CN 201320003855 CN 201320003855 U CN201320003855 U CN 201320003855U CN 203145473 U CN203145473 U CN 203145473U
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- concreting
- chute
- distribution device
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Abstract
The utility model discloses a concrete pouring distributing device, and relates to the field of concrete construction. The concrete pouring distributing device comprises a collecting hopper. A support device is arranged at the bottom of the collecting hopper, at least two discharge outlets are arranged on side walls of the collecting hopper, and each discharge outlet is connected with a downwardly oblique distributing spout. The concrete pouring distributing device has the advantages that other motorized distributing equipment is omitted during construction, and concrete can be distributed in a sectioned manner and can be poured in a layered manner without extending or detaching a concrete pump pipe in a construction procedure; and the construction procedure is simple, and the concrete pouring distributing device is wide in application range and low in construction cost, and is safe and environment-friendly.
Description
Technical field
The utility model relates to concrete construction field, is specifically related to a kind of concreting feeding-distribution device.
Background technology
Concrete is material commonly used in the building operations.When the concrete single side of building amount is big or when needing the area of concreting big, because concrete only is difficult to cover the whole scope of building by the single-point blanking, mass defect occurs during therefore for fear of concreting, concrete need adopt the job practices of subregion cloth and placement layer by layer to construct.
At present, the distribution device of realization concrete subregion cloth and placement layer by layer is generally motor-driven distribution device; Under the environment that motor-driven distribution device is difficult to construct, take interim spreading or dismantling concrete to drag the pump line of pump to realize concrete subregion cloth and placement layer by layer.
But, there is following defective during the pump line cloth of concrete by motor-driven distribution device (for example concrete pump truck, boom) or concrete pump respectively:
Concrete pump truck is the jib limited length not only, and it is bigger to take the construction plant area during construction; And to the having relatively high expectations of bearing capacity of foundation soil, be difficult to construct in the relatively poor construction environment of limited, bearing capacity of foundation soil on construction ground.
During the boom concreting, need carry out special project design and construction to the basis of boom; Under the situation that concrete height increases gradually (building of Ru Ta, pier), the support body of boom also increases thereupon.In order to guarantee the safety of boom, need attached wall be set on request to the support body of boom, be provided with the boom support body of attached wall to the also raising thereupon of requirement for bearing capacity on basis; Do not have automatic climbing to increase under the function of standard knot at boom, boom need utilize the large-tonnage boom hoisting to assist and climb.Therefore, work progress more complicated not only during the boom concreting, and also boom is assisted when climbing the certain hidden danger of security presence by the large-tonnage boom hoisting.
In sum, concrete pump truck and boom when construction not only to the having relatively high expectations of construction plant and execution conditions, and the rent of concrete pump truck and boom or to purchase fund higher, construction cost is bigger.
When spreading or dismantling concrete dragged the pump line of pump that concrete is carried out subregion cloth and placement layer by layer, pump line need expend a large amount of manpower in disassembly process, work progress more complicated not only, and also construction cost is higher; Because concrete pump must quit work during the pump line dismounting, concrete pump is treated just can work on after the pump line dismounting is finished, but required time of pump line dismounting is longer, therefore, the time that concrete in the pump line retains in pump line is longer, the long concrete of RT might stop up pump line, and then influences normal construction.When pump line used the back to remove, residual concrete might become scattered about in the construction environment in the pump line, and then construction environment is polluted, not enough environmental protection.
The utility model content
At the defective that exists in the prior art, the purpose of this utility model is to provide a kind of concreting feeding-distribution device.Its work progress is fairly simple, and the scope of application is more extensive, not only compare safety, and construction cost is lower, relatively environmental protection.
For reaching above purpose, the technical scheme that the utility model is taked is: a kind of concreting feeding-distribution device, comprise that the bottom is provided with the aggregate bin of bracing or strutting arrangement, described aggregate bin sidewall has at least two discharging openings, and each discharging opening is connected with a downward-sloping sub-material chute.
On the basis of technique scheme, also comprise downward-sloping drainage chute, the angle of inclination of described drainage chute is identical with the angle of inclination of sub-material chute; Described each discharging opening is connected with the sub-material chute by the drainage chute.
On the basis of technique scheme, the angle between described sub-material chute and the horizontal plane is 30 °～60 °.
On the basis of technique scheme, described sub-material chute is built in sections.
On the basis of technique scheme, the end, be provided with the following scooter that raises up in the described aggregate bin, and described scooter down is conical.
On the basis of technique scheme, the angle of inclination of the described tapered slope of scooter down is identical with the angle of inclination of sub-material chute.
On the basis of technique scheme, described bracing or strutting arrangement comprises that chute support bar and longitudinal section are trapezoidal support frame, and each sub-material chute all is connected with the bracing or strutting arrangement lateral wall by the chute support bar near the middle part part.
On the basis of technique scheme, be provided with storage silo in the described support frame.
On the basis of technique scheme, the corresponding part with discharging opening of described aggregate bin is provided with the plate gate for the blanking of control concrete.
On the basis of technique scheme, be provided with the construction guardrail for constructor's operation around the described aggregate bin.
The beneficial effects of the utility model are:
(1) the utility model aggregate bin bottom is provided with bracing or strutting arrangement, and the aggregate bin sidewall has at least two discharging openings, and each discharging opening is connected with a sub-material chute to the aggregate bin bottom angled.During the utility model construction, by concrete delivery pump pipe concrete is delivered in the aggregate bin, the concrete in the aggregate bin enters the sub-material chute through discharging opening, and concrete slips into along the sub-material chute and waits to build concrete zone.Do not need other motor-driven apparatus for distributing during the utility model construction, do not need spreading and dismounting concrete delivery pump pipe can realize concrete subregion cloth and placement layer by layer in the work progress; Therefore, work progress of the present utility model is not only fairly simple, and required manpower are less, reduced construction cost.
When (2) the utility model is installed, bracing or strutting arrangement is installed in to wait to build on the concrete mould plate supporting device gets final product, do not need to take in addition the installation measure.Therefore, the utility model is lower to the requirement of execution conditions, and the scope of application is more extensive.
(3) angle between sub-material chute of the present utility model and the horizontal plane is 30 °～60 °, and concrete can slip into along the sub-material chute smoothly and wait to build concrete zone, and concrete is difficult to remain in the sub-material chute; Extensible or dismounting are to change the cloth scope in work progress for sub-material chute of the present utility model, and concrete can not stop in the sub-material chute, and concrete is difficult to stop up the sub-material chute.Therefore, the sub-material chute has guaranteed that not only the utility model can normal construction, and makes that the utility model is difficult to construction environment is polluted, relatively environmental protection.
(4) all parts of the present utility model process by steel, compare with concrete pump truck with the boom in the background technology, the utility model not only manufacturing cost and construction cost is lower, and weight of the present utility model is lighter, do not need the large-tonnage boom hoisting to assist and climb, relatively safety.
Description of drawings
Fig. 1 is the structural representation of the utility model embodiment;
Fig. 2 is the front view of the utility model embodiment;
Front view when Fig. 3 constructs for the utility model embodiment;
Fig. 4 is the vertical view of Fig. 3.
Among the figure: 1-aggregate bin, 2-bracing or strutting arrangement, 3-discharging opening, 4-sub-material chute, 5-drainage chute, 6-tumbling barrel, scooter under the 7-, 8-chute support bar, 9-plate gate, the 10-guardrail of constructing, the 11-storage silo, 12-distribution beam, 13-mould plate supporting device, 14-concreting zone, 15-delivery pump pipe.
The specific embodiment
Below in conjunction with accompanying drawing embodiment of the present utility model is described in further detail.
Referring to shown in Figure 1, the concreting feeding-distribution device among the utility model embodiment comprises aggregate bin 1, and aggregate bin 1 bottom is provided with bracing or strutting arrangement 2; Aggregate bin 1 is cylindrical, and aggregate bin 1 can be made by back cover behind the steel plate reel, can also directly cut the steel pipe back cover and make.Referring to Fig. 1, shown in Figure 2, aggregate bin 1 sidewall has eight discharging openings 3, and each discharging opening 3 is connected with a downward-sloping sub-material chute 4.Concrete in the aggregate bin 1 feeds sub-material chute 4 through discharging opening 3, and concrete slips into along sub-material chute 4 and waits to build the concrete region territory.In order to guarantee that the concrete in the aggregate bin 1 is easy to feed sub-material chute 4, discharging opening 3 is located at aggregate bin 1 near the bottom part; For guarantee concrete can uniform distribution in waiting to build the concrete region territory, eight discharging openings 3 are equidistantly opened in aggregate bin 1 sidewall.
Referring to shown in Figure 2, in order to guarantee the blanking velocity of concrete in sub-material chute 4, the angle between sub-material chute 4 and the horizontal plane is 30 °～60 °, and concrete can slip into along sub-material chute 4 fast and wait to build the concrete region territory.Aggregate bin 1 all is welded with downward-sloping U-shaped drainage chute 5 with each discharging opening 3 corresponding part, and each discharging opening 3 is connected with sub-material chute 4 by drainage chute 5, and drainage chute 5 is connected the time ratio and is easier to sub-material chute 4; The angle of inclination of drainage chute 5 is identical with the angle of inclination of sub-material chute 4, and concrete can slip into sub-material chute 4 through drainage chute 5 smoothly.
Referring to shown in Figure 2, the end, be provided with the following scooter 7 that raises up in the aggregate bin 1, following scooter 7 is conical, and the tapered slope of following scooter 7 can form the gradient, and the concrete in the aggregate bin 1 can slip into drainage chute 5 automatically by the tapered slope of following scooter 7; In order to make the concrete blanking smooth and easy, the angle of inclination of the angle of inclination of following scooter 7, drainage chute 5 is all identical with the angle of inclination of sub-material chute 4.Aggregate bin 1 is provided with plate gate 9 with discharging opening 3 corresponding parts, and plate gate 9 can be controlled concrete blanking amount.Be provided with the construction guardrail 10 for constructor's operation around the aggregate bin 1, the constructor can carry out corresponding constructing operation to plate gate 9 in construction guardrail 10.
Referring to shown in Figure 2, bracing or strutting arrangement 2 comprises that the longitudinal section is trapezoidal support frame, and aggregate bin 1 is located at the support frame top; The structure of support frame is " up-small and down-big ", to increase the stability of himself.Each sub-material chute 4 all is connected with bracing or strutting arrangement 2 lateral walls by a chute support bar 8 near middle part parts, and chute support bar 8 can be strengthened being connected of sub-material chute 4 and bracing or strutting arrangement 2, and sub-material chute 4 is out of shape when preventing the concrete downslide.Support frame inside is provided with storage silo 11, and storage silo 11 can be deposited workpiece interim when constructing.
The course of work of the present utility model is as follows:
Referring to Fig. 3, shown in Figure 4, back (it is interior that interim workpiece is positioned over storage silo 11 during the utility model assembling) is finished in the utility model assembling, at bracing or strutting arrangement 2 bottom solder dispense beams 12, under the situation that guarantees mould plate supporting device 13 safety, bracing or strutting arrangement 2 is fixed in mould plate supporting device 13 tops by distribution beam 12.Between construction guardrail 10 and bracing or strutting arrangement 2, cat ladder is set, so that constructor's action.
By delivery pump pipe 15 concrete is delivered to aggregate bin 1, the constructor opens plate gate 9 in order according to the requirement of constructure scheme and technology on construction guardrail 10; Concrete in the aggregate bin 1 slips into along discharging opening 3, drainage chute 5 and sub-material chute 4 successively waits to build concrete region territory 14, operating personnel control concrete blanking amount by opening and closing plate gate 9, and then control waits to build the thickness of concrete region territory 14 inner concretes.
When treating a side direction opposite side placement layer by layer in concreting zone 14, can open the corresponding plate gate 9 of aggregate bin 1 and concreting zone 14 1 sides earlier, treat that concreting closes this plate gate 9 to certain thickness; Open the corresponding plate gate 9 in 14 middle parts, aggregate bin 1 and concreting zone then, treat that concreting closes this plate gate 9 to certain thickness; Open the corresponding plate gate 9 of aggregate bin 1 and concreting zone 14 opposite sides again, treat that concreting closes this plate gate 9 to certain thickness.Circulate and so forth and finish until concrete pouring construction.
In actual applications, the size of aggregate bin 1 is determined according to the blanking amount of concrete unit interval; The size of discharging opening 3 determines according to the quantity of the blanking amount of concrete unit interval and discharging opening 3, and discharging opening 3 need guarantee to guarantee that aggregate bin 1 inner concrete flows out smoothly and can not overflow aggregate bin 1.
Quantity and the length of sub-material chute 4 are made according to construction requirement, and the quantity of sub-material chute 4 is at least two.For the ease of constructor's assembly and disassembly sub-material chute 4, sub-material chute 4 sectionals are made, and the section length of sub-material chute 4 is 1.5m～2.0m, connects by bolt between each segmentation; For the ease of the connection between the segmentation, sub-material chute 4 chute opening from top to bottom increases gradually.Each sub-material chute 4 highly hangs tumbling barrel 6 away from visual the building of an end of aggregate bin 1, prevents concrete disintegration.
The height of bracing or strutting arrangement 2 is decided according to the scope of building, and the height of bracing or strutting arrangement 2 need guarantee that the angle between sub-material chute 4 and the horizontal plane is 30 °～60 °.
The utility model not only is confined to above-mentioned preferred forms; anyone can draw other various forms of products under enlightenment of the present utility model; no matter but do any variation in its shape or structure; every have identical with a utility model or akin technical scheme, all within its protection domain.
Claims (10)
1. concreting feeding-distribution device, comprise that the bottom is provided with the aggregate bin (1) of bracing or strutting arrangement (2), it is characterized in that: described aggregate bin (1) sidewall has at least two discharging openings (3), and each discharging opening (3) is connected with a downward-sloping sub-material chute (4).
2. concreting feeding-distribution device as claimed in claim 1, it is characterized in that: also comprise downward-sloping drainage chute (5), the angle of inclination of described drainage chute (5) is identical with the angle of inclination of sub-material chute (4); Described each discharging opening (3) is connected with sub-material chute (4) by drainage chute (5).
3. concreting feeding-distribution device as claimed in claim 1, it is characterized in that: the angle between described sub-material chute (4) and the horizontal plane is 30 °～60 °.
4. concreting feeding-distribution device as claimed in claim 1, it is characterized in that: described sub-material chute (4) is built in sections.
5. concreting feeding-distribution device as claimed in claim 1, it is characterized in that: the interior end of described aggregate bin (1), be provided with the following scooter (7) that raises up, and described scooter (7) down be taper shape.
6. concreting feeding-distribution device as claimed in claim 5 is characterized in that: the angle of inclination of the described tapered slope of scooter (7) down is identical with the angle of inclination of sub-material chute (4).
7. concreting feeding-distribution device as claimed in claim 1, it is characterized in that: described bracing or strutting arrangement (2) comprises that chute support bar (8) and longitudinal section are trapezoidal support frame, and each sub-material chute (4) all is connected with bracing or strutting arrangement (2) lateral wall by chute support bar (8) near the middle part part.
8. concreting feeding-distribution device as claimed in claim 7 is characterized in that: be provided with storage silo (11) in the described support frame.
9. concreting feeding-distribution device as claimed in claim 1 is characterized in that: described aggregate bin (1) and the corresponding part of discharging opening (3) are provided with the plate gate (9) for the blanking of control concrete.
10. concreting feeding-distribution device as claimed in claim 1, it is characterized in that: described aggregate bin (1) is provided with the construction guardrail (10) for constructor's operation on every side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320003855 CN203145473U (en) | 2013-01-04 | 2013-01-04 | Concrete pouring distributing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320003855 CN203145473U (en) | 2013-01-04 | 2013-01-04 | Concrete pouring distributing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203145473U true CN203145473U (en) | 2013-08-21 |
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ID=48973012
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320003855 Expired - Lifetime CN203145473U (en) | 2013-01-04 | 2013-01-04 | Concrete pouring distributing device |
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| Country | Link |
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| CN (1) | CN203145473U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106545167A (en) * | 2016-10-09 | 2017-03-29 | 中国建筑第八工程局有限公司 | Elephant trunk method construction 360 ° of end rotary and telescopic cloth tube |
| CN109403219A (en) * | 2018-12-25 | 2019-03-01 | 中交公局第工程有限公司 | A kind of device of evenly dispersed casting concrete |
| CN110253738A (en) * | 2019-07-16 | 2019-09-20 | 中交路桥北方工程有限公司 | A kind of prefabricated box culvert casting concrete equipment |
| CN110863654A (en) * | 2019-12-04 | 2020-03-06 | 湖北勇胜建设工程有限公司 | Building and pouring accelerating device for house construction |
| CN111827619A (en) * | 2020-08-01 | 2020-10-27 | 李建雪 | Building rectangular section vertical shaft concrete pouring and distributing device and discharging method |
| CN112124931A (en) * | 2020-09-21 | 2020-12-25 | 国家电网有限公司 | Material distributor |
| CN114032785A (en) * | 2021-12-14 | 2022-02-11 | 安徽省路港工程有限责任公司 | Adjustable intelligent pouring distributor for high piers and tower columns |
| CN115324061A (en) * | 2022-08-26 | 2022-11-11 | 中建桥梁有限公司 | Concrete conveying device for building foundation pit pouring |
| CN115506592A (en) * | 2022-10-11 | 2022-12-23 | 中交路桥建设有限公司 | Slope-adjustable concrete multipoint pouring device |
| CN115946237A (en) * | 2023-01-07 | 2023-04-11 | 怀化旺德混凝土有限公司 | Mixing plant applied to multistage stock ground |
-
2013
- 2013-01-04 CN CN 201320003855 patent/CN203145473U/en not_active Expired - Lifetime
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106545167A (en) * | 2016-10-09 | 2017-03-29 | 中国建筑第八工程局有限公司 | Elephant trunk method construction 360 ° of end rotary and telescopic cloth tube |
| CN109403219A (en) * | 2018-12-25 | 2019-03-01 | 中交公局第工程有限公司 | A kind of device of evenly dispersed casting concrete |
| CN110253738A (en) * | 2019-07-16 | 2019-09-20 | 中交路桥北方工程有限公司 | A kind of prefabricated box culvert casting concrete equipment |
| CN110863654A (en) * | 2019-12-04 | 2020-03-06 | 湖北勇胜建设工程有限公司 | Building and pouring accelerating device for house construction |
| CN111827619A (en) * | 2020-08-01 | 2020-10-27 | 李建雪 | Building rectangular section vertical shaft concrete pouring and distributing device and discharging method |
| CN112124931A (en) * | 2020-09-21 | 2020-12-25 | 国家电网有限公司 | Material distributor |
| CN114032785A (en) * | 2021-12-14 | 2022-02-11 | 安徽省路港工程有限责任公司 | Adjustable intelligent pouring distributor for high piers and tower columns |
| CN114032785B (en) * | 2021-12-14 | 2023-09-22 | 安徽省路港工程有限责任公司 | Adjustable intelligent pouring distributing device for high piers and tower columns |
| CN115324061A (en) * | 2022-08-26 | 2022-11-11 | 中建桥梁有限公司 | Concrete conveying device for building foundation pit pouring |
| CN115506592A (en) * | 2022-10-11 | 2022-12-23 | 中交路桥建设有限公司 | Slope-adjustable concrete multipoint pouring device |
| CN115946237A (en) * | 2023-01-07 | 2023-04-11 | 怀化旺德混凝土有限公司 | Mixing plant applied to multistage stock ground |
| CN115946237B (en) * | 2023-01-07 | 2024-09-17 | 怀化旺德混凝土有限公司 | Be applied to stirring station in multistage stock ground |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130821 |
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| CX01 | Expiry of patent term |